JPS6220500Y2 - - Google Patents

Info

Publication number
JPS6220500Y2
JPS6220500Y2 JP2943982U JP2943982U JPS6220500Y2 JP S6220500 Y2 JPS6220500 Y2 JP S6220500Y2 JP 2943982 U JP2943982 U JP 2943982U JP 2943982 U JP2943982 U JP 2943982U JP S6220500 Y2 JPS6220500 Y2 JP S6220500Y2
Authority
JP
Japan
Prior art keywords
drain pipe
drainage
pipe main
synthetic resin
bodies
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
JP2943982U
Other languages
Japanese (ja)
Other versions
JPS58134446U (en
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed filed Critical
Priority to JP2943982U priority Critical patent/JPS58134446U/en
Publication of JPS58134446U publication Critical patent/JPS58134446U/en
Application granted granted Critical
Publication of JPS6220500Y2 publication Critical patent/JPS6220500Y2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Retaining Walls (AREA)

Description

【考案の詳細な説明】 本考案は擁護壁やトンネル等の裏込め排水もし
くは背面排水に供する新規な合成樹脂製土木用面
排水材に関する。
[Detailed Description of the Invention] The present invention relates to a new synthetic resin surface drainage material for civil engineering, which is used for backfill drainage or back drainage of protective walls, tunnels, etc.

擁護壁やトンネル施工に於て、その裏込め排水
工及び背面排水工は強度維持の為、欠くことの出
来ない重要な土木施工である。このような排水工
は通常擁壁の裏込部及びトンネルの背面に適当な
排水材を上下に添設して施工されるものである
が、その周囲は盛土や埋め戻しがされる為この排
水材にはかなりな土圧が加わり、従つてこのよう
な施工に用いられる排水材は、本来の効率の良い
排水性に加えて大きい耐土圧強度が要求される。
近時、軽量で安価であることから合成樹脂製の排
水材が市販されるようになつたが、耐土圧強度が
未だ劣る為、土圧に押し潰され排水効率が激減す
るという問題があり、土木施工者にとつては土圧
強度が有り且つ排水効率の優れた合成樹脂製の土
木用面排水材の開発が待ち望まれるところでもあ
つた。
When constructing protective walls and tunnels, backfill drainage and rear drainage are essential civil engineering works in order to maintain strength. Drainage works of this type are usually constructed by attaching appropriate drainage materials to the back of the retaining wall and the back of the tunnel, but since the surrounding area is embanked or backfilled, this drainage Considerable earth pressure is applied to the material, and therefore, drainage materials used for such construction must have high earth pressure resistance in addition to efficient drainage.
Recently, drainage materials made of synthetic resin have become commercially available because they are lightweight and inexpensive, but they still have poor earth pressure resistance, so there is a problem that they are crushed by earth pressure, drastically reducing drainage efficiency. Civil engineering contractors have been eagerly awaiting the development of synthetic resin surface drainage materials for civil engineering that have high earth pressure strength and excellent drainage efficiency.

本考案は叙上の実情に鑑みなされたもので、擁
護壁あるいはトンネル等の裏込め排水もしくは背
面排水に用いられる耐土圧強度大で且つ排水効率
の良い合成樹脂製の土木用面排水材を提供するに
ある。
The present invention was developed in view of the above-mentioned circumstances, and provides a surface drainage material for civil engineering made of synthetic resin that has high earth pressure resistance and high drainage efficiency and is used for backfill drainage or back drainage of protective walls or tunnels, etc. There is something to do.

本考案実施例を図に採つて説明すると、第1図
は本考案の代表的な実施例の部分斜視図、第2図
は第1図−線断面図、第3図は第2図の−
線部分断面図、第4図は第2図の+線部分
断面図、第5図イ,ロは本考案排水材の使用状態
を示す部分縦断面図である。即ち、本考案は起伏
摺曲した多数本の合成樹脂の波状縦糸2…を複数
個の合成樹脂の環状体3…の外周に融着させ、該
環状体3…を軸芯方向間隔毎に連結し且つ該環状
体3…の周囲を囲繞して排水管本体1とすると共
に、該排水管本体1の複数本を並列にして合成樹
脂シートもしくは網体4…により上記隣接関係の
排水管本体1…をほぼ夫々の中央部位に於て互い
に間隔おきに連結し、該排水管本体1…とシート
もしくは網体4…との空域に多数本の上記縦糸
2′…を規則的にあるいはランダムに空隙を有す
るように填装し且つ該縦糸2′…を上記排水管本
体1…及びシートもしくは網体4…に部分的に融
着せしめたことを特徴とする土木用面排水材であ
る。図では3本の排水管本体1…が合成樹脂シー
ト4…で互いに連結されて居り、排水材10とし
ての全体形状は厚手の長いマツト状であることを
示している。環状体3…の周囲を囲繞し且つ排水
管本体1を構成する縦糸2…は波状であつて、ほ
ぼ規則的に該環状体3…の外周に融着されている
が、隣接せる排水管本体1…の外周とシート4…
の上下によつて形成される空域に填装される縦糸
2′…は規則的にあるいはランダムに空隙を有す
るように互いに点接触状態であつて、排水管本体
1…及びシート4…に部分的に融着されるもので
ある。このような排水材10は、それを構成する
縦糸2…、2′…、環状体3…及びシート4…が
同質の合成樹脂(例えば、中低圧のポリエチレン
等)により製せられ、これを同時に熱融着一体と
するものであり、従つて縦糸2…、2′…同志の
接触部分も互いに融着され、全体として排水管本
体1…内部に明確な排水路11を有する多孔質な
上述の如きマツト状として得られ、マツト状とし
ての排水材10の厚みは約5〜10cm、巾は20〜30
cmで長さは通常約4mであるが、使用条件に合わ
せて適宜裁断調整されるものである。また合成樹
脂の成形体であるこれら構成部材はいずれも発泡
率1.5〜3.0倍の低発泡体である。この排水材10
の実際の土木施工での使用状態は、例えば第5図
イ,ロに示す如く、擁護壁AもしくはトンネルB
の裏込部A1もしくは背面B1に沿つてこのマツト
状の排水材を上下に添設し、その下端部に外部と
通じる排水管A2,B2を設けて、爾後盛土もしく
は埋め戻しを行い該排水材10を土中Sに埋設す
るものである。この理設状態で土中Sの水分は多
孔質の排水材10の周囲から、縦糸2…と環状体
3…でもしくは縦糸2′…同志で形成される空隙
に浸透し、次いで排水管本体1…の排水路11に
注ぎ排水管A2,B2を経て外部に排出される。
The embodiments of the present invention will be explained with reference to the drawings. Fig. 1 is a partial perspective view of a typical embodiment of the invention, Fig. 2 is a sectional view taken along the line of Fig. 1, and Fig. 3 is a - of Fig. 2.
FIG. 4 is a partial cross-sectional view taken along the + line in FIG. 2, and FIGS. 5A and 5B are partial vertical cross-sectional views showing how the drainage material of the invention is used. That is, the present invention fuses a large number of wavy warp yarns 2 of synthetic resin that are undulating and sliding to the outer periphery of a plurality of annular bodies 3 of synthetic resin, and connects the annular bodies 3 at intervals in the axial direction. The annular body 3 is surrounded by a drain pipe main body 1, and a plurality of the drain pipe main bodies 1 are arranged in parallel and a synthetic resin sheet or a mesh body 4 is used to form the drain pipe main body 1 in the adjacent relationship. ... are connected to each other at intervals at approximately the central portion of each, and a large number of warp threads 2' are arranged regularly or randomly in the air space between the drain pipe main body 1 ... and the sheet or mesh body 4 ... This surface drainage material for civil engineering is characterized in that the warp threads 2' are partially fused to the drain pipe body 1 and the sheet or net 4. The figure shows that three drainage pipe bodies 1 are connected to each other by synthetic resin sheets 4, and the overall shape of the drainage material 10 is thick and long pine. The warp threads 2 surrounding the annular body 3 and constituting the drain pipe main body 1 are wavy and are fused to the outer periphery of the annular body 3 almost regularly. The outer circumference of 1... and sheet 4...
The warp yarns 2' loaded into the air space formed by the upper and lower sides of the pipe are in point contact with each other so as to have regular or random gaps, and are partially in contact with the drain pipe main body 1 and the sheet 4. It is fused to. In such a drainage material 10, the warp threads 2..., 2'..., the annular body 3..., and the sheet 4... that constitute it are made of the same synthetic resin (for example, medium-low pressure polyethylene, etc.), and these are made at the same time. Therefore, the contact parts of the warp threads 2..., 2' are also fused to each other, and the drain pipe main body 1... is a porous structure having a clear drainage channel 11 inside. The drainage material 10 as a pine-like material has a thickness of about 5 to 10 cm and a width of 20 to 30 cm.
cm, and the length is usually about 4 m, but the length can be adjusted as appropriate depending on the conditions of use. Furthermore, all of these constituent members, which are molded bodies of synthetic resin, are low foam bodies with a foaming ratio of 1.5 to 3.0 times. This drainage material 10
For example, as shown in Figure 5 (a) and (b), the usage status in actual civil engineering construction is as follows: protection wall A or tunnel B
This pine-shaped drainage material is attached to the top and bottom along the backfill part A 1 or back B 1 , and drainage pipes A 2 and B 2 that communicate with the outside are installed at the lower end of the material, and then embankment or backfilling is performed. Then, the drainage material 10 is buried in the soil S. In this condition, water in the soil S penetrates from around the porous drainage material 10 into the voids formed by the warp threads 2... and the annular body 3... or between the warp threads 2'... and then the drain pipe body 1 It is poured into the drainage channel 11 of ... and discharged to the outside via the drainage pipes A 2 and B 2 .

上記構成に於て、本考案排水材は縦糸2…と環
状体3…とで構成される排水管本体1を3本不織
布状に絡みあつた縦糸2′…とシート4…とで連
結して多孔質のマツト状としたものであるから、
土中Sに於いてその水分との接触面積が大きく周
囲に多くの空隙が散在している為水の吸水効率が
極めて良く、また排水管本体1…は環状体3…と
縦糸2…とにより実質上肉厚の排水管とされて充
分な耐土圧強度を有する上に、それが互いに3本
上記の如く連結されているから、このような排水
管本体1を単独で3本並設する場合に比べて耐土
圧強度が倍加されることになる。一方本排水材1
0はそれが合成樹脂で製せられていることと上記
構成から、長手方向の撓み性を保有している為第
5図ロの如きトンネル背面の曲面にも密接的に添
設することが出来るという特筆すべき効果をも有
するものである。加えて、合成樹脂で製せられる
ものであるから軽量で且つ安価であるという実効
も併せもつものである。
In the above structure, the drainage material of the present invention connects the drain pipe main body 1, which is composed of the warp threads 2 and the annular body 3, with the three warp threads 2' and the sheet 4, which are intertwined like three non-woven fabrics. Because it is porous and pine-like,
In the soil S, the contact area with moisture is large and there are many voids scattered around the soil, so water absorption efficiency is extremely high. In addition to being substantially thick-walled drain pipes and having sufficient earth pressure resistance, three of them are connected to each other as described above, so when three such drain pipe bodies 1 are installed in parallel, The earth pressure resistance strength will be doubled compared to . On the other hand, this drainage material 1
Because it is made of synthetic resin and has the above structure, it has flexibility in the longitudinal direction, so it can be attached closely to the curved surface of the back of the tunnel as shown in Figure 5 (b). It also has a noteworthy effect. In addition, since it is made of synthetic resin, it is lightweight and inexpensive.

尚、図では排水管本体1…が3本並列に連結さ
れたものを示すが、2本もしくは4本で構成され
る排水材も好ましく採用される。耐土圧強度、排
水性及び運搬作業性を考慮すれば3本が最も適当
である。またシート4は同質の網体であつても良
くこれらは適宜採択されるものである。更に、排
水管本体1の内面に於て別の数本の縦糸により上
記環状体3…を互いに橋絡することも補強という
意味で効果的である。
Although the figure shows three drain pipe bodies 1 connected in parallel, a drainage material composed of two or four drain pipe bodies 1 is also preferably employed. Considering the earth pressure resistance, drainage performance, and transportation workability, three is most appropriate. Further, the sheet 4 may be made of a net of the same quality, and these may be selected as appropriate. Furthermore, it is also effective in terms of reinforcement to bridge the annular bodies 3 with each other using several other warp threads on the inner surface of the drain pipe main body 1.

叙述の如く、本考案土木用面排水材は合成樹脂
製の安価で軽量であるという特性を生かし優れた
排水性及び耐土圧強度を保有せしめ加えて撓み性
をも有するものであるから、擁護壁やトンネルの
裏込め排水工及び背面背水工等の土圧のかかる場
所における土木施工にとつて極めて有用な排水材
と云える。
As mentioned above, the surface drainage material for civil engineering of this invention takes advantage of the characteristics of being made of synthetic resin and is inexpensive and lightweight, and has excellent drainage performance and earth pressure resistance, and also has flexibility, so it can be used for protection walls. It can be said to be an extremely useful drainage material for civil engineering construction in areas subject to earth pressure, such as tunnel backfill drainage and rear backwater works.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本考案の代表的な実施例の部分斜視
図、第2図は第1図−線断面図、第3図は第
2図の−線部分断面図、第4図は第2図の
−線部断面図、第5図イ,ロは本考案排水材の
使用状態を示す部分縦断面図である。 符号の説明、1…排水管本体、2,2′…縦
糸、3…環状体、4…シートもしくは網体。
Fig. 1 is a partial perspective view of a typical embodiment of the present invention, Fig. 2 is a sectional view taken along the line - Fig. 1, Fig. 3 is a partial sectional view taken along the line - - of Fig. 2, and Fig. 4 is a sectional view taken along the line - Figures 5A and 5B are partial longitudinal sectional views showing how the drainage material of the present invention is used. Explanation of symbols: 1...Drain pipe main body, 2, 2'...Warp thread, 3...Annular body, 4...Sheet or mesh body.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 起伏摺曲した多数本の合成樹脂の波状縦糸を複
数個の合成樹脂の環状体の外周に融着させ、該環
状体を軸芯方向間隔毎に連結し且つ該環状体の周
囲を囲繞して排水管本体とすると共に、該排水管
本体の複数本を並列にして合成樹脂シートもしく
は網体により上記隣接関係の排水管本体を互いに
間隔おきに連結し、該排水管本体とシートもしく
は網体との空域に多数本の上記縦糸を空隙を有す
るように填装し且つ該縦糸を上記排水管本体及び
シートもしくは網体に部分的に融着せしめたこと
を特徴とする土木用面排水材。
A large number of wavy warps made of synthetic resin are fused to the outer periphery of a plurality of annular bodies made of synthetic resin, and the annular bodies are connected at intervals in the axial direction, and the periphery of the annular bodies is surrounded. In addition to forming a drain pipe main body, a plurality of the drain pipe main bodies are arranged in parallel and the adjacent drain pipe main bodies are connected to each other at intervals using a synthetic resin sheet or a mesh body, and the drain pipe main body and the sheet or mesh body are connected to each other at intervals. A surface drainage material for civil engineering, characterized in that a large number of the above-mentioned warp threads are loaded in the air space of the above-mentioned space so as to have voids, and the warp threads are partially fused to the above-mentioned drain pipe main body and sheet or net body.
JP2943982U 1982-03-01 1982-03-01 Surface drainage material for civil engineering Granted JPS58134446U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2943982U JPS58134446U (en) 1982-03-01 1982-03-01 Surface drainage material for civil engineering

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2943982U JPS58134446U (en) 1982-03-01 1982-03-01 Surface drainage material for civil engineering

Publications (2)

Publication Number Publication Date
JPS58134446U JPS58134446U (en) 1983-09-09
JPS6220500Y2 true JPS6220500Y2 (en) 1987-05-25

Family

ID=30041228

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2943982U Granted JPS58134446U (en) 1982-03-01 1982-03-01 Surface drainage material for civil engineering

Country Status (1)

Country Link
JP (1) JPS58134446U (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100462296B1 (en) * 2002-02-15 2004-12-17 송기현 Weak ground dehydration accelerating multipurpose water pipe
KR100881326B1 (en) * 2006-09-26 2009-02-02 삼성물산 주식회사 Vertical drain by using ultrasonic waves and the management method

Also Published As

Publication number Publication date
JPS58134446U (en) 1983-09-09

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